weak rock 中文意思是什麼

weak rock 解釋
軟質巖石，脆弱巖石
  • weak : adj 1 柔弱的；虛弱的，有病的。2 無力的，軟弱的；（根據等）不充分的，薄弱的。3 不中用的；愚鈍的；...
  • rock : n 1 巖，巖石，磐石，巖壁；卵石；〈常 pl 〉〈美口〉石子兒；暗礁，巖礁。2 〈the R 〉直布羅陀 （Gibr...
  1. In view of the natural conditions in loess area of gansu, in the light of investigation conditions of seepage of built loess and weak rock highway tunnels in this area and classification of water gushing conditions for railway tunnels, and by engineering analogism, the classification of tunnel water gushing types suited the structure design of highway tunnel waterproof and drainage, and the three methods for checking and subdividing water gushing types are presented

    摘要針對甘肅黃土區的自然條件，依據該地區已建黃土及軟巖公路隧道滲漏水調查情況和鐵路隨道涌水狀態分類，運用工程類比法提出適合該地區公路隧道防排水結構設計的隧道涌水類型劃分及對涌水類型校核與細分的三種方法。
  2. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    巖體結構，特別是軟弱結構面對基巖斜坡變形與破壞具有顯著的控製作用，巖體結構模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖層層面斷裂構造節理裂隙片理與劈理以及侵入體和圍巖的接觸帶等是控制基巖斜坡穩定的軟弱結構面，這些成因不同大小不一的結構面將巖體分割成性質各異力學強度不均的各種巖體結構體，構成了15種基巖斜坡變形破壞的巖體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。
  3. Standard test method for determining deformability and strength of weak rock by an in situ uniaxial compressive test

    現場單軸壓縮試驗測定軟巖石的可加工性和強度的標準試驗方法
  4. In the limit, for very weak rock, settlement at the boundary can also occur before the separation crack.

    在極限情況下，對于非常軟弱的巖石，形成分離裂縫之前，也會發生邊界處的沉陷。
  5. Because of the little content of montmorillonite in the red bed weak rock, the contents of illite show fine correlation with slaking durability of the rock, which indicates that unstable clay minerals always have deep influence on the slake durability of weak rock

    因為紅層軟巖中蒙脫石含量少，因此在各種成分中伊利石含量對紅層軟巖崩解性影響最大，說明水理特性不穩定的礦物含量始終是影響軟巖崩解的主要因素。
  6. Case analysis of piled raft socketed in weak rock

    軟巖地基上樁筏基礎實測分析
  7. According to the characteristics of engineering geology and supporting design in weak rock tunnel is simulated, in this paper, the influence of system anchoring bolt during construction of large cross - section tunnel in weak rock by three - dimension finite element analysis

    摘要結合軟弱圍巖隧道工程地質和支護設計特點，應用三維數值方法模擬研究了軟弱圍巖隧道系統錨桿在一次支護中的作用效果。
  8. Support technology of roadways in highly stressed weak rock massin jinchuan mining district

    金川礦區高應力破碎巖體條件下的巷道支護技術
  9. Study on the deformation and support of weak rock mass roadway in the jinchuan nickel mine

    金川高應力碎裂巖體巷道變形與支護技術研究
  10. Research on digital analogy of rock - bolt support effect in weak rock drift

    軟巖巷道錨桿支護效果的數值模擬研究
  11. Applying the grey correlation methods, this paper analyzed the correlation of slaking durability and granularity fractal characteristics of red bed weak rock as well as the experimental data of mineral and chemical component

    摘要採用灰色關聯度法對紅層軟巖的粒度分形特徵以及礦物、化學成分試驗數據與其崩解性進行了關聯分析。
  12. Analysis of methods to determine the natural foundation s bearing capacity in weak rock under nanjing area

    南京地區軟巖承載力確定方法的探討
  13. Under the combined action of above - mentioned four factors, the complex rock mass at right bank which consist of two weak rock mass bands and superficial unloading relaxed rock mass came into being

    其相關系數在0 . 85以上。在此定量化基礎上，結合現場分類以及水利水電工程地質勘察規范，通過對比綜合，得到研究區巖體質量分級。
  14. By means of numerical simulation, theoretical analysis and field practice, bolt - grouting supporting technology of heavily stressed weak - rock roadway in deep ground is studied wholly and systematically

    本文通過數值模擬、理論分析和現場應用相結合的手段，對深部高應力軟巖巷道錨注支護技術進行了全面系統地分析和研究。
  15. Based on the analysis of failure features, deformation shapes, the failure mechanism of weak - rock roadway is studied systematically. optimal supporting time model of bolt - grouting support is given with different methods when analyzing the bolt - grouting supporting mechanism at large. in order to study bolt - grouting supporting mechanism systematically with simulation method in heavily stressed weak - rock coal and rock roadway of huaibei mine, fem models under different conditions are found by using fem program - ansys. finally, construction technics, grouting parameters, and so forth, are studied and applied in the coal and rock roadway of taoyuan and qinan mines

    在對深部高應力軟巖巷道變形破壞特徵、變形破壞形態分析的基礎上，對巷道變形破壞機制進行了較為系統地研究；接著在對錨注支護機理進行了詳盡分析的同時，提出了最佳錨注支護時間（段）的概念，並建立了最佳錨注支護時間模型；以淮北礦區深部高應力軟巖煤、巖巷道為背景，採用大型有限元軟體ansys ，分別建立了不同條件下的數值計算模型對錨注支護進行了較為全面系統的數值模擬研究，得出了一系列有價值的結論。
  16. Study on the classification and support of weak rock mass roadway in the jinchuan nickel mine

    金川不良巖體分類及其巷道支護研究
  17. A non - linear rheologic mathematical mechanical model of roadway ' s surrounding rock in weak rock

    軟巖巷道圍巖非線性流變數學力學模型
  18. Stability simulation of tunnel surrounded weak rock affected by mining pressure in huafeng mine

    華豐礦動壓低強度介質圍巖巷道穩定性模擬
  19. On the pulling anchor - cable step, the internal force of beam - on - foundation can be calculated by winkler hypothesis in the case of weak rock mass and infinite half elastic foundation hypothesis in the case of stratums that are of some elastic characteristics

    在張拉階段，可以採用溫克爾假定計算破碎軟弱巖體上的地梁內力；對于有較好彈性性質的地層，則可按彈性半無限體地基計算地梁內力。
  20. Being calculated, the frame beam - on - foundation may be disconnected to two single beams. on the pulling anchor - cable step, the internal force of single beam - on - foundation can be calculated by winkler hypothesis in the case of weak rock mass and infinite half elastic foundation hypothesis in the case of stratums that are of some elastic characteristics. the internal force of frame beam - on - foundat

    在張拉階段，對于單片型地梁，可以採用溫克爾假定計算破碎軟弱巖體上的地梁內力；有較好彈性性質的地層，可按彈性半無限體地基計算地梁內力；對于框架型地梁，可按溫克爾地基模型計算其各單片梁的內力。
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